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References (5)
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G. Cerni (2001)
Influence of the Conditioning Time on the Rheological Properties of Bitumens at Intermediate Temperatures: Loading Time—Temperature—Conditioning Time Superposition PrincipleRoad Materials and Pavement Design, 2
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Problems of identification of mechanical characteristics of viscoelastic compositesActa Mechanica, 126
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J. Lubliner, V. Panoskaltsis (1992)
The modified kuhn model of linear viscoelasticityInternational Journal of Solids and Structures, 29
- Publisher
- Springer Journals
- Copyright
- Copyright © 2008 by Springer Science+Business Media, B. V.
- Subject
- Physics; Characterization and Evaluation of Materials; Continuum Mechanics and Mechanics of Materials; Polymer Sciences ; Mechanics
- ISSN
- 1385-2000
- eISSN
- 1573-2738
- DOI
- 10.1007/s11043-007-9044-3
- Publisher site
- See Article on Publisher Site
Abstract
We propose a generalization of the Kuhn model of linear viscoelasticity. This generalization, which has four material parameters, is able to provide a near frequency independent response over a wide range of frequencies. It is useful for highly dissipative materials such as asphalt concrete. It is derived by generalizing Lubliner and Panoskaltsis’s modified Kuhn model, but we also show that it is closely related to fractional derivative models. We show that the model admits a rheological approximation, that is, an approximation by classical springs and dashpots. The model and rheological representation are compared to experimental data.
Journal
Mechanics of Time-Dependent Materials – Springer Journals
Published: Dec 1, 2007